Abstract
Mathematical models of Part A [1] are used to calculate the temperatures, deformations and fire resistance of rectangular, hexagonal, octagonal and I-cross section columns for the purpose of Part B. In this paper the comparison among the configurations of the column has been carried out to predict the temperature history for the column elements for preventing the spread of fire and prolonging the structural time collapse. The columns are varied in section size, among them are the rectangular, hexagonal, octagonal and I-cross section column of Keruing timber. The developed mathematical models defined the failure point as the point which the column can no longer support the applied load. From the comparison, the I-cross section column is the worst configuration than the other configuration.
| Original language | English |
|---|---|
| Pages (from-to) | 583-588 |
| Number of pages | 6 |
| Journal | Key Engineering Materials |
| Volume | 306-308 I |
| Publication status | Published - 17 Mar 2006 |
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All Science Journal Classification (ASJC) codes
- Materials Science(all)
- Mechanics of Materials
- Mechanical Engineering
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Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B : Analysis of column temperature and fire resistance. / Elshayeb, Mohamed; Malik, Abdul Rashid Ab; Ideris, Fazril; Hari, Zolman; Razak, Norhaida Ab; Siang, Jacqueline Eng Ling; Anuar, Zulfika.
In: Key Engineering Materials, Vol. 306-308 I, 17.03.2006, p. 583-588.Research output: Contribution to journal › Article
TY - JOUR
T1 - Utilization of numerical techniques to predict the thermal behavior of wood column subjected to fire part B
T2 - Analysis of column temperature and fire resistance
AU - Elshayeb, Mohamed
AU - Malik, Abdul Rashid Ab
AU - Ideris, Fazril
AU - Hari, Zolman
AU - Razak, Norhaida Ab
AU - Siang, Jacqueline Eng Ling
AU - Anuar, Zulfika
PY - 2006/3/17
Y1 - 2006/3/17
N2 - Mathematical models of Part A [1] are used to calculate the temperatures, deformations and fire resistance of rectangular, hexagonal, octagonal and I-cross section columns for the purpose of Part B. In this paper the comparison among the configurations of the column has been carried out to predict the temperature history for the column elements for preventing the spread of fire and prolonging the structural time collapse. The columns are varied in section size, among them are the rectangular, hexagonal, octagonal and I-cross section column of Keruing timber. The developed mathematical models defined the failure point as the point which the column can no longer support the applied load. From the comparison, the I-cross section column is the worst configuration than the other configuration.
AB - Mathematical models of Part A [1] are used to calculate the temperatures, deformations and fire resistance of rectangular, hexagonal, octagonal and I-cross section columns for the purpose of Part B. In this paper the comparison among the configurations of the column has been carried out to predict the temperature history for the column elements for preventing the spread of fire and prolonging the structural time collapse. The columns are varied in section size, among them are the rectangular, hexagonal, octagonal and I-cross section column of Keruing timber. The developed mathematical models defined the failure point as the point which the column can no longer support the applied load. From the comparison, the I-cross section column is the worst configuration than the other configuration.
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UR - http://www.scopus.com/inward/citedby.url?scp=33644865787&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:33644865787
VL - 306-308 I
SP - 583
EP - 588
JO - Key Engineering Materials
JF - Key Engineering Materials
SN - 1013-9826
ER -